摘要
首次提出了直接剪切型锚栓钢板加固体系的概念,其技术特征在于可以消除锚栓杆与钢板安装孔壁之间的间隙,最大限度保证群锚的协同受力。完成了4根钢筋混凝土试件抗弯承载力的对比试验。试验结果表明,所有加固试件的锚栓均未出现剪断现象,钢板受拉屈服,与对比试件相比受弯承载力提高120%,且加固试件具有良好的延性。
The concept of direct-shear-bolted steel plate strengthening system is initially proposed,in which the usually existed clearance between bolt shaft and the sidewall of hole on steel plate for installing anchors is eliminated,so that the compatibility of anchor group is secured to the extreme extent. A comparative test series of flexural capacity which consists of four reinforced concrete beam specimens was carried out. The test results show that bolts hadn＇ t been fractured for all strengthened specimens,tension steel plates had been yielded,flexural capacities of all strengthened specimens had been increased 120% compared with the contrast specimen,and excellent ductility for all strengthened specimens had been achieved.
作者
全学友
邓扬
刘辉
张鹏
刘宝
刘连杰
Quan Xueyou1,2, Deng Yang1,2, Liu Hui3, Zhang Peng4, Liu Bao1,2, Liu Lianjie1,2(1 School of Civil Engineering, Chongqing University,Chongqing 400045, China; 2 Key Laboratory of New Technology for Construction of Cities in Mountain Area （ Chongqing University） , Ministry of Education, Chongqing 400045, China; 3 Chongqing Branch, Chengdu FZFZ Architectural Design Co., Ltd., Chongqing 401120, China; 4 CISDI Engineering Co., Ltd., Chongqing 401122, China)
出处
《建筑结构》
CSCD
北大核心
2018年第18期88-92,共5页
Building Structure
关键词
直接剪切型锚栓钢板
加固
受弯承载力
direct-shear-bolted steel plate
strengthen
flexural capacity
